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Concrete Beam Design Report Page 3 <br /> Cracking Moment: 4.000 K-Ft <br /> *Indicates That Nominal Resistance Includes Appropriate Phi Factor © a _- `t <br /> t <br /> tom- 11 Uc,,e_q ✓ <br /> BOTTOM BARS 0 ,ei_cz <br /> Mid-Span Region: v <br /> Design Moment,Mu I 2.25 K-Ft As Required 0.258 n2 I As Provided O Q In2 d 5.750 In <br /> Bar Size #4 Number of Layers 1 Layer Spacing 0.00 In <br /> Number of Bars 2 Bars in Lower Layer 2 Ld 12.00 In <br /> At Left Support: <br /> Percent of Bars Continuing into Support I 100 I Suggested Bar Cutoff(from Centerline of Support) I 0.00 In <br /> At Right Support: <br /> Percent of Bars Continuing into Support 100 Suggested Bar Cutoff(from Centerline of Support) 0.00 In <br /> MAXIMUM DEFLECTIONS <br /> Span Load Comb Short Total Long Total Max Allow Short Live Max Allow 'effective_ Load _ <br /> In In In In In In` <br /> MAIN Dead 0.000 0.334 OK 512.00 <br /> 1 -0.008 -0.012 0.334 OK -0.008 0.222 OK 512.00 <br /> 2 -0.008 -0.012 0.334 OK -0.008 0.222 OK 512.00 <br /> 3 0.000 0.000 0 334 OK 0.000 0.222 OK 512.00 <br /> 4 -0.008 -0.012 0.334 OK -0.008 0.222 OK 512.00 <br /> 5 -0.008 -0.012 0.334 OK -0.008 0.222 OK 512.00 <br /> - <br /> 6 0.000 0.000 0.334 OK 0.000 0.222 OK 512.00 <br /> 7 0.000 0.000 0.334 OK 0.000 0.222 OK 512.00 <br /> 8 0.000 0.000 0.334 OK 0.000 0.222 OK 512.00 <br /> 9 -0.008 -0.012 0.334 OK -0.008 0.222 OK 512.00 <br /> 10 -0.008 -0.012 0.334 OK -0.008 0.222 OK 512 00 <br /> 11 0.000 0.000 0.334 OK 0.000 0 222 OK 512 00 <br /> 12 0.000 0.000 0.334 OK 0.000 0.222 OK 512 00 <br /> SHEAR DESIGN-MAIN SPAN <br /> --- Left Side -------Right Side---------------- <br /> Number(a,Spacing Al Number @a Spacing AI <br /> In2 In2 <br /> Spacing starts from face of support.... <br /> None Required I None Required <br /> \dbs-solProject FilesConstructionADU - Job # 1/5/2023 11:92:32 AM <br /> 22-323130h1fs ADU 4.6-6 gr40.rtf <br />